组合型混凝土面板堆石坝应力应变特性分析  

Stress and deformation properties of combined CFRD

作　　者：王玉孝 沈婷[3] 李国英[3] WANG Yuxiao;SHEN Ting;LI Guoying(Xi＇an University of Technology,Xi＇an 710048,China;Engineering Construction Branch Company,Qinghai Yellow River Upstream Hydropower Company,Xining 810008,China;Nanjing Hydraulic Research Institute,Nanjing 210029,China)

机构地区：[1]西安理工大学,陕西西安710048 [2]青海黄河上游水电公司工程建设分公司,青海西宁810008 [3]南京水利科学研究院,江苏南京210029

出　　处：《水利水运工程学报》2018年第5期56-62,共7页Hydro-Science and Engineering

摘　　要：组合型面板堆石坝是在下游底部设置混凝土坝与面板堆石坝形成的复合坝。以某150 m级面板坝工程为依托,采用三维非线性有限元方法,系统研究了组合型面板坝堆石坝体、混凝土坝以及防渗体系的应力应变特性。结果表明,与常规面板堆石坝相比,该组合坝型在堆石坝体变形方面虽没有显著改变,但由于缩短了面板和垂直缝长度,面板应力应变状况得到了有效改善,且通过将混凝土坝坝顶宽度设置成大于趾板宽度,可有效避免由高趾板引起的周边缝变位过大问题。目前200 m级高面板坝最突出问题是面板的结构性裂缝和挤压破坏,而该组合坝型可以有效改善面板应力状态,为超高面板坝的建设提供了新的思路。Embedding a concrete dam at the upstream bottom of the conventional CFRD＇ s slab is called combined ＂CFRD＂. Studies and analysis of stress and deformation properties of the combined CFRD using 3D finite element method based on a 150 m high dam are introduced in this paper. The analysis results show that the rock-fill deformation of the combined CFRD is not much dirt）rent from that of the conventional CFRD. However, because the length of the dam slab and the vertical joints are reduced, the stress state of the dam slab is improved. By extending the dam crest width of the concrete dam, the deformation of the peripheral joints can be controlled. At present, the most prominent problem existing in the 200 m high concrete-faced rock-fill dams is the structural cracks and crushing failure of the dam slab, and the combined CFRD can effectively improve the slab stress state. So the combined dam has some technical advantages, especially under the conditions of irregular terrain, narrow valleys and other adversity. Therefore, this new dam type can provide a new idea in the design of the high CFRD.

关 键 词：组合面板堆石坝 常规面板堆石坝 应力应变特性 有限元 

分 类 号：TV641.4[水利工程—水利水电工程]